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Updated: May 26, 2026

Vegetated Treatment Systems for Removing Contaminants Associated with Surface Water Toxicity in Agriculture and Urban Runoff
Published on: May 15, 2017
Modeling nitrate-nitrogen removal process in first-flush reactor for stormwater treatment
Zhiqiang Deng1, Shaowei Sun, Daniel Dianchen Gang
1Department of Civil & Environmental Engineering, Louisiana State University, Baton Rouge, LA 70803-6405, USA. zdeng@lsu.edu
A new first-flush reactor (FFR) and its VART-DN model effectively treat urban stormwater runoff, a major water pollutant. This innovative best management practice (BMP) specifically targets and removes pollutants during the critical first-flush period.
Area of Science:
- Environmental Engineering
- Water Quality Management
- Wastewater Treatment Technologies
Background:
- Stormwater runoff is a primary source of non-point water pollution, impacting rivers, lakes, and coastal areas.
- Existing best management practices (BMPs) do not specifically address the first-flush period, when most pollutants are discharged.
- Nitrate-nitrogen is a significant pollutant in urban stormwater runoff.
Purpose of the Study:
- To introduce a novel best management practice (BMP) device, the first-flush reactor (FFR), for urban stormwater treatment.
- To develop and present a numerical model, the VART-DN model, for simulating denitrification in the FFR.
- To evaluate the efficacy of the FFR and the VART-DN model in treating highway and urban stormwater runoff.
Main Methods:
- Development of the Variable Residence Time-Denitrification (VART-DN) model to simulate denitrification processes.
- Numerical modeling of the first-flush reactor (FFR) focusing on denitrification mechanisms.
- Sensitivity analysis of VART-DN model parameters to identify key factors influencing denitrification.
- Validation of the VART-DN model using laboratory experimental data from highway stormwater and secondary wastewater.
Main Results:
- The VART-DN model accurately simulates denitrification in the FFR, with simulation errors less than 9.0% for highway stormwater.
- Sensitivity analysis identified key parameters affecting denitrification, including temperature correction factor and maximum nitrate-nitrogen decay rate.
- The model demonstrated good agreement with observed data for both highway stormwater and secondary wastewater, with an R-squared of 0.6912 for wastewater.
Conclusions:
- The developed first-flush reactor (FFR) is a promising novel BMP for urban stormwater treatment.
- The VART-DN model effectively simulates the denitrification process within the FFR, proving its efficacy.
- This approach offers a targeted solution for mitigating water pollution from the critical first-flush stormwater discharge.
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